R2006-209 12-11-06
RESOLUTION NO. R2006-209
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
PEARLAND, TEXAS, REGARDING THE EXPANSION OF THE BLUE
RIDGE LANDFILL.
WHEREAS, Blue Ridge Landfill TX, LP has submitted a permit application for the
expansion of the Blue Ridge Landfill; and
WHEREAS, the Blue Ridge Landfill is located immediately west of FM 521, in
close proximity to residential areas; and
WHEREAS, these residential areas include Shadow Creek Ranch, a Master
Planned community located within the city limits of the City of Pearland; and
WHEREAS, Pearland residents located near the Blue Ridge Landfill are
concerned about a number of issues regarding the landfill expansion; and
WHEREAS, these factors include 1) a proposal to fill the site to a height of 170
feet above the current grade and the resulting impact on the appearance of the area, 2)
the ability of existing landfill technology to provide for safe disposal and storage of
garbage in a facility of this height, 3) traffic impact on area roads from a greatly enlarged
facility, 4) potential for odors that could impact the quality of life in the surrounding area,
5) possible impact on property values, 6) potential for impact on groundwater in the
area, and 7) potential for health risks to residents in the area; and
WHEREAS, the City Council of the City of Pearland is aware of the concerns of
its residents, NOW THEREFORE,
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF PEARLAND, TEXAS
THAT IT IS OPPOSED TO THE EXPANSION OF THE BLUE RIDGE LANDFILL AND
THAT IT URGES THE TEXAS COMMISSION ON ENVIRONMENTAL QUALITY TO
RESOLUTION NO. R2006-209
DENY THE PERMIT APPLICATION FOR THE EXPANSION OF THE BLUE RIDGE
LANDFILL
PASSED, APPROVED AND ADOPTED this the 11th day of
December, A.D., 2006.
~mrJ Dw
TOM REID
MAYOR
ATTEST:
~~7
ITY S RET ARY
APPROVED AS TO FORM:
a~-, It.~
DARRIN M. COKER
CITY ATTORNEY
2
•
•
BLUE RIDGE LANDFILL
FORT BEND COUNTY, TEXAS
TCEQ PERMIT NO. MSW-1505A
MAJOR PERMIT AMENDMENT APPLICATION
• APPLICATION SUMMARY
r
•
Prepared for
Blue Ridge Landfill TX,LP
December 2005
•
•
Prepared by
Weaver Boos Consultants,LLC—Southwest
6420 Southwest Boulevard,Suite 206
Fort Worth,Texas 76109
• 817-735-9770
WBC Project No. 0120-405-11-27-02
•
•
APPLICATION SUMMARY
The purpose of this Major Permit Amendment is to vertically and horizontally expand the
Blue Ridge Landfill (BRLF). The facility's permit boundary will be expanded to
accommodate the proposed solid waste fill area. The existing Type I municipal solid
waste (MSW) landfill is owned and operated by Blue Ridge Landfill TX, LP,which is a
Delaware limited partnership qualified to do business in Texas. Blue Ridge Landfill TX,
LP's managing general partner is Allied Waste Landfill Holdings, Inc., which is an
indirect, wholly-owned subsidiary of Allied Waste Industries, Inc. (Allied). Allied is one
of the leading solid waste management companies in the nation. Allied provides
nonhazardous waste collection, transfer, recycling and disposal services to residential,
municipal, and commercial customers throughout the country. Blue Ridge Landfill TX,
LP has contracted with Weaver Boos Consultants,LLC—Southwest(WBC)to prepare this
Permit Amendment Application. WBC is an environmental engineering firm specializing
in the development of solid waste disposal facilities. In addition to WBC, the project
team also includes Northrup and Associates, Inc. (Land Use Consultant), John Worrell
(Land Use Consultant),JWH&Associates,Inc. (Traffic Consultant), Biggs and Mathews
Consulting Engineers (Geology and Hydrogeology), The Wilson Survey Group
(Surveying), Fugro Consultants LP (Geotechnical Report), Carel Corporation
(Groundwater Sampling and Analysis Plan), and Berg-Oliver Associates, Inc. (Wetlands
and Endangered and Threatened Species).
This major permit amendment application has been developed consistent with agreements
that have been reached with Fort Bend County and Missouri City. As part of these
agreements both Fort Bend County and Missouri City support this expansion application.
In addition, Blue Ridge Landfill TX, LP has agreed to limit the height of the landfiil,
establish a landscape buffer around the perimeter of the site, and direct waste collection
vehicles used by Allied to use only certain access roads. In addition, this amendment
application has been developed consistent with a January 2002 Fort Bend County Order
which defined acceptable areas for solid waste disposal sites.
The application has been prepared consistent with the State of Texas requirements set
forth in Title 30 Texas Administrative Code (TAC) Chapter 330. Parts I and II of this
permit application have been combined in accordance with §330.53(a)(2). Parts I/II
present information specific to existing conditions on and around the proposed site and
legal matters regarding the entities involved in the application process. Part III of the
application contains the required engineering information, the geology and geotechnical
reports, and other required information. The Site Operating Plan (SOP) is included in
Part IV.
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AppfeaCmo Summary
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•
The following information presents a summary of the design and operations of the
proposed Blue Ridge Landfill expansion.
• The Blue Ridge Landfill is an existing Type I municipal solid waste landfill
facility (Permit No. MSW-1505) located south/southwest of the intersection of
FM 2234 and FM 521.The address of the landfill entrance is:
Blue Ridge Landfill
2200 FM 521
Fresno,Texas 77545
• The permit boundary for the existing facility is approximately 598.6 acres. With
• this permit amendment application, the permit boundary will be increased to
1,344.88 acres.
• The existing solid waste fill area is approximately 301.89 acres. With this
permit amendment application, the solid waste fill area will be increased to •
784.24 acres.
• A summary of the capacity(volume of waste and cover soils) of the site is listed
below:
•
- Remaining capacity of existing site (Permit No. MSW-1505) = 16.88
million cubic yards (as of February 15,2004)
- Increase due to expansion= 141.12 million cubic yards
- Remaining capacity of the site with the proposed expansion (Permit No.
MSW-1505A)= 158.00 million cubic yards(as of February 15,2004)
• The maximum elevation of final cover will be 235 feet above mean sea level
(ft-msl), and the minimum elevation of the proposed landfill excavation grades
will be approximately 16.88 ft-msl. The existing ground elevation in the vicinity
of the site is approximately 70 ft-msl.
•
• The rate of solid waste acceptance at this facility is projected to increase at the
same rate as the service area population growth rate. The current disposal rate is
approximately 1,095,000 tons per year (based on 3,000 tons per day and 365
days per year). The projected maximum waste acceptance rate is 9,643 tons per
day, but is not limited to this amount. The estimated site life is 40.3 years(from
February 15, 2004) which results in 2044 being the anticipated closure year.
Supporting calculations are included in Part III,Appendix lIIA.
• The facility will accept municipal solid waste resulting from or incidental to
municipal, community, commercial, institutional, and recreational activities;
municipal solid waste resulting from construction or demolition projects;
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•
Class 1, Class 2, and Class 3 non-hazardous industrial solid waste accepted •
pursuant to §330.137;and special waste defined in§330.2(Definitions).
• The character of land within one mile of the site is predominantly vacant or
undeveloped. Residential development has occurred within one mile and growth
trends of the nearest community(Pearland)indicate that residential development
will continue to occur. The nearest residence is approximately 470 feet south of
the permit boundary; the nearest business establishment is approximately 200
feet north of the permit boundary. The site is within the ETJ of Houston and is
not zoned nor subject to zoning.
• The primary access roadways to the site are FM 521, FM 2234 (also known as •
McHard Road or Texas Parkway), and Trammel-Fresno Road. Other major
thoroughfares utilized include State Highway(SH)288(also,known as the South
Freeway in Harris County or the Nolan Ryan Expressway in Brazoria County),
SH 6, Beltway 8, and FM 3345. These roads collectively provide excellent
access to the site.
• A composite liner (3-foot-thick compacted clay overlain by a geomembrane
liner) and leachate collection system will be constructed according to
§330.200(a)(2),§332.201, and§330.200(f),as shown in Part III,Attachment 6C.
The liner system will serve as a bather to waste and leachate.
• The area dedicated for Class I non-hazardous industrial solid waste will be lined
with a composite liner system consisting of a 60-mil HDPE FML overlying a 3-
foot-thick compacted clay soil liner with a hydraulic conductivity of no more
than 1x10-7 cm/sec. A 4-foot-thick compacted clay-rich barrier soil layer will be
placed over the Class I waste as a separation layer between the Class I waste and
the municipal solid waste to be placed above. A chimney drain system will be
constructed to allow a pathway for the overlying MSW leachate to drain to the
leachate collection system. The Class I waste liner system, leachate collection
system, barrier soil layer, and chimney drain system will be constructed
according 'to §330.200(a)(2), §332.201, and §330.200(f) as detailed in
Attachment 6C and subject to the requirements of the SLQCP (refer to •
Attachment 10). The working faces for the Class I waste area and the MSW area
will each have runon and runoff controls as outlined in Attachment 15.
• Leachate collected by the landfill's leachate collection system will be pumped
through a dual contained forcemain to above ground storage tanks as set forth in
Part III, Attachment 15. Collected leachate will be either (1) re-circulated into
the waste mass in accordance with the procedures set forth in Part III,
Attachment 15, or (2) discharged to an authorized publicly owned treatment
works (POTW)or permitted commercial treatment facility.
•
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•
•
• Above grade waste disposal will be confined to the lines and grades set forth in
Part III, Attachment 7A - Landfill Completion Plan. Side fill slopes will not
exceed an overall slope of 25 percent from the toe of the side embankment to the
top of the side embankment. The slope of the landfill crown will be constructed
at a maximum slope of six percent.
• The composite final cover system (erosion layer/geomembrane liner/18-inch
thick compacted clay layer) will be constructed over the entire landfill area as
shown in Part III, Attachment 6C. The final cover will serve as a barrier to
waste,leachate, and gas migration and will also limit the infiltration of rainfall.
• This permit includes numerous improvements to the existing permitted drainage
system. Stormwater runoff will be collected in-swales located near the upper
grade break on the landfill and on the 4 (Horizontal) to 1 (Vertical) side slopes,
and then conveyed to drainage let-down structures (chutes) down the 25 percent
slopes to the perimeter drainage system. The perimeter drainage system will be
constructed in the general sequence shown in Part III, Attachments 1D through
1J—Sector Development Sequence Plans. Stormwater drainage from developed
landfill areas will be directed to detention ponds before being discharged from
the site on the east side of the permit boundary. On September 29, 2005, Fort
Bend County Drainage District (FBCDD) issued an approval letter for the
proposed drainage design associated with this expansion (refer to Part III,
Attachment 6B).
• The facility has been designed to prevent discharge of pollutants into waters of
• the State or waters of the United States,as defined by the Texas Water Code and
the Federal Clean Water Act,respectively. Blue Ridge Landfill TX,LP has filed
a Notice of Intent (NO1) with the TCEQ to discharge stormwater runoff
consistent with a TPDES Multi-Sector general permit for industrial activity as
stipulated under Section §402 of Clean Water Act and under Chapter 26 of the
Texas Water Code(the TPDES program).
•
• A final cover system that meets all regulatory requirements will be constructed
to minimize the potential for stormwater infiltration into the waste disposal area
after closure. The construction procedures for the cover system follow strict
TCEQ-approved quality control and quality assurance procedures and
construction will be verified by an independent testing firm. Each of the
containment system components must be thoroughly reviewed and approved by
the TCEQ.
• There are two defined aquifers—the Chicot and Evangeline Aquifers—located
beneath the site. Together, these aquifers comprise the Gulf Coast Aquifer,
which is classified as a major aquifer by the State of Texas, Some shallow
groundwater is contained in clays and sandy clays of Stratum I and the sands
and silty sands of Stratum I-A at the site. The shallow groundwater in Stratum I •
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AppIption Summary
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and Stratum I-A flows generally from south to north at the site at a slow rate.
Stratum II, which lies below the deepest planned excavation, is the uppermost
aquifer at the site. Groundwater in Stratum II moves generally toward the north
• and northeast areas of the site at a slow rate.
• The purpose of the groundwater monitoring system is to verify the integrity of
the containment systems and to confirm that area groundwater is not adversely
impacted by the landfill. This is accomplished by obtaining groundwater
samples from the monitoring wells on the perimeter of the landfill, which are
screened in Stratum I, Stratum I-A, and Stratum II. The TCEQ-approved
Subtitle D groundwater monitoring system consists of 26 monitoring wells
consisting of a shallow and deep well pair at 13 locations; MW1-1, MW1-2,
MW1-3, MW1-4(R), MW1-5, MW1-6, MW1-7, MW1-8, MW2-10, MW3-17, •
MW3-19, MW3-20, and MW3-21(R). The existing monitoring wells were
installed'in 1991. The proposed groundwater monitoring system will consist of
a total of 49 monitoring 'wells. Fifteen of the proposed wells are shallow
(Stratum I-A) and 34 of the proposed wells are deep (Stratum II). The final
system will consist of 39 down gradient and 10 upgradient monitoring wells.
Existing and. proposed monitoring well locations are shown in Part III,
Attachments 4 and 5. The proposed monitoring wells will be phased into the
groundwater monitoring program as the site develops.
• The current landfill gas (LFG) monitoring network will be expanded due to the
proposed expansion of.the permit boundary. Twenty-nine additional LFG
• monitoring probes will be added along the perimeter of the proposed permit
boundary and 13 existing LFG monitoring probes, which interfere with the
landfill expansion, will be decommissioned. The design and location of the
existing and proposed methane gas probes is provided for in Part III,Attachment
14.
• The existing GCCS system will be expanded along with the proposed landfill
expansion. Refer to Part III,Attachment 14 for additional information regarding
the expansion of the existing system.
• Blue Ridge Landfill will post financial assurance in accordance with§330.280 to
assure that sufficient funds are available to complete closure and postclosure
activities. Closure and postclosure cost estimates, which the financial assurance
is based on, are included in Part III, Attachment 8. Postclosure care activities
include 30 years of site monitoring and maintenance after site closure.
• Blue Ridge Landfill employees and other persons involved in facility operations
will be qualified,trained,educated,and experienced to perform their duties so as
to achieve compliance with this permit. Blue Ridge Landfill will verify that all
appropriate personnel are trained and obtain letters of competency in MSW
management commensurate with their levels and positions of responsibility.
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•
They will also verify that appropriate personnel are familiar with the safety •
procedures, contingency plans,requirements of the Commission's rules,and this
permit, commensurate with their levels and positions of responsibility, in
accordance with the Site Development Plan, Part III, and the Site Operating
Plan,Part N of the application.
• The facility includes an existing permitted Wood Waste Grinding Area and
Liquid Waste Bulking Facility. The wood grinding area is used to process wood
waste material to wood chips. The wood chips are either used off-site for
beneficial re-use projects or are used at the landfill to assist with erosion control.
The Liquid Waste Bulking Facility receives liquid waste from restaurants and
other commercial and industrial customers. The liquid waste material is
solidified through the addition of bullring agents before the material is disposed
of at the working face of the landfill. The operating plan for both of these
facilities, which have been in operation for numerous years, is included in Part
N of this application(refer to Part IV,Appendix NC and Appendix ND).
•
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Table 1
Expansion Information •
Blue Ridge Landfill
Permit Boundary 598.6 acres 1,344.88 acres
Permit Boundary Expansion 0 acres 746 28 acres
Increase
Landfill Disposal Area 301.89 acres 784.24 acres
Landfill Disposal Area
Expansion Increase 0 acres 482.35 acres
Remaining Landfill Disposal
Capacity(waste/daily cover 16,882,000 cy 158,000,000 cy I
soils) •
Capacity Gained by the 0 cy 141,118,000 cy
Expansion •
Portion of Capacity that will 0 cy 18,500,000 cy
be Permitted for Class I Waste
Airspace Volume Consumed 9,878,000 cy' 9,878,000 cy
to date
Total Landfill Design 26,760,000 cy 167,878,000 cy
Capacity
Undeveloped Disposal Area 217 acres 686.9 acres
to be Lined
Highest Elevation 127.50 ft-msl 235 ft-msl
Height Increase Due to 0 feet 107.50 feet
Expansion
Height Above Existing Grade 57.50 feet 165.00 feet
`Based on February 15,2004 topographic map.
ELEV 235
ELEV 170
. ...............................................ELEV 170
107.5'
ELEV 127.5
165'
/0/
\\\\NN
67.5'
AVG ELEV 70-RUSTING GRADE
EXPANSION FINAL COVER ELEVATIONS
CURRENTLY PERMITTED FINAL COVER ELEVATIONS
CIDOCI iE-IVfEF0000ILOCALS-117E'APICAPACII2.DOC
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